Maintenance Of Govt . Lps Aryavilasam Road In Chirayinkeezhu Gp Retarring , Berm Concrete , Road Concrete And Drain
Tender Value
17.85 Lakhs
Estimated cost
Bid Submission
26 Sep 2020
0 days left
EMD
45000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CHIRAYINKEEZHU → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Maintenance Of Govt . Lps Aryavilasam Road In Chirayinkeezhu Gp Retarring , Berm Concrete , Road Concrete And Drain
BOQ
| Work Name:CMLRRP- Maintenance of Govt.LPS Aryavilasam road in Chirayinkeezhu GP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | maintenance | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.7 : Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | BI01010001010000000000000515BI0100001114 | 12.48 | cum |
| 3 | 1.002 | 2.14.2.A : Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means(A) Bituminous Courses | BI01010001010000000000000515BI0100001115 | 11.25 | cum |
| 4 | 1.003 | od786556/2020_2021 : Filling up low lying and water logged areas with local materials/quarrymuck ,spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001116 | 40.5 | cum |
| 5 | 1.004 | od786558/2020_2021 : Plain cement concrete pavement, thickness as per design,over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M20 (grade0 coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with showels,rakes compacted using needle vibrator and finished in continuous operation including provision of contraction and expansion construction joints curing of concrete slabs for 14 days water finishing to lines and grade as per drawing and Technical specifications clause 1501 (formwork included) | BI01010001010000000000000515BI0100001117 | 40.5 | cum |
| 6 | 1.005 | 5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65\t<br>\t\t\nConstruction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.\t<br>\t\t\t\t\t\t\t\n(B)\t75 mm thick\t\t:-\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001118 | 208.08 | sqm |
| 7 | 1.006 | 5.2.2a : Tack Coat\t\t<br>Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001119 | 2224.5 | sqm |
| 8 | 1.007 | 75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br>\n20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\t<br>\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic)\t<br>\nCase - I By Manual Means\t<br>\n(II)\tBitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001120 | 2224.5 | sqm |
| 9 | 1.008 | 5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t\t<br>\t\t\t\t\t\t\nA.\tBy Manual Means\t:-\t\t\t\t\t\t\nCase - III : Type C\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001121 | 2224.5 | sqm |
| 10 | 1.009 | od786559/2020_2021 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,spreading the concrete with showels,rakes,compacted usingneedle, vibrators and finished in continuous operation including provision of contractionand expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approachesto bridge /culvert and construction joints, curing of concrete slabs for 14 days,with water finishing to lines and grade as per drawing and TechnicalSpecifications clause 1501 without formwork etc. complete.<br><br><br> | BI01010001010000000000000515BI0100001122 | 61.6 | cum |
| 11 | 1.01 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001123 | 43.92 | cum |
| 12 | 1.011 | od786560/2020_2021 : Providing concrete for plain/ reinforced concrete in open foundations complete as per drawing and technical specificationns clause 802,803,1202&1203 1.p.c.c grade M10 (i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001124 | 7.32 | cum |
| 13 | 1.012 | od786561/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)<br> | BI01010001010000000000000515BI0100001125 | 1.373 | cum |
| 14 | 1.013 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001126 | 22.875 | cum |
| 15 | 1.014 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001127 | 10.98 | cum |
| 16 | 1.015 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001128 | 0.879 | tonne |
| 17 | 1.016 | od786562/2020_2021 : S/F Information board 75 x 60 cm size using GI pipes as post and 1mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc as per the direction of engineer in charge<br> | BI01010001010000000000000515BI0100001129 | 2 | sqm |
AI Tender Summary
Tender Timeline
Sep 16, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedSep 26, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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